煤炭工程 ›› 2024, Vol. 56 ›› Issue (1): 134-140.doi: 10.11799/ce202401020

• 研究探讨 • 上一篇    下一篇

巨厚坚硬岩层运移对采场超前支承压力影响实验研究

许斌,张沿,徐维正   

  1. 1. 山东科技大学采矿工程研究院
    2. 山东省泰安市泰山区泰前街道虎山路270
  • 收稿日期:2023-07-13 修回日期:2023-08-01 出版日期:2024-01-20 发布日期:2024-01-29
  • 通讯作者: 张沿 E-mail:321971874@qq.com

Experimental Study on the Influence of the Migration Super Thick and Hard Stratum on Front Abutment Pressure of Working Face

  • Received:2023-07-13 Revised:2023-08-01 Online:2024-01-20 Published:2024-01-29

摘要: 为了揭示采场超前支承压力在受巨厚坚硬岩层运移影响之后的演化规律和变异特征,以杨柳煤矿典型巨厚坚硬岩层赋存条件为模型,运用物理模拟和机械模拟实验方法进行模拟研究,并与无巨厚坚硬岩层的采场模型进行比较。通过研究发现:采场中巨厚坚硬岩层对其支承压力的影响,主要集中在巨厚坚硬岩层发生破断之前,其应力集中程度高、影响范围广、影响程度剧烈|临近巨厚坚硬岩层破断前,覆岩中有巨厚坚硬岩层时的超前支承压力峰值和影响范围分别为无巨厚坚硬岩层时的1.15倍和1.9倍|巨厚坚硬岩层处于稳定状态时或已发生破断后,采场支承压力峰值和影响范围相对无巨厚坚硬岩层采场较小,对采场超前支承压力的影响相对较弱|支承压力峰值的增大势必会使采场前方煤壁的影响范围增大。

关键词: 巨厚坚硬岩层, 超前支承压力, 演化规律, 机械模拟实验方法, 变异特征

Abstract: In order to reveal the influence of the migration of thick and hard stratum on the evolution law and variation characteristics of the front abutment pressure of working face, taking the typical super thick and hard rock formation condition of a mine as the model, by means of physical simulation experiment method and mechanical simulation experiment method, the model is compared with the model of no thick and hard stratum in overlying strata.Through research, it has been found that the influence of super thick and hard stratum on the front abutment pressure of working face mainly concentrates in the stage before the breaking of super thick and hard stratum. At this time, the stress concentration degree in front of working face is high, the influence range is wide, and the influence degree is severe. When the super thick and hard stratum is about to break, for the working face with super thick and hard stratum in the overlying strata, the peak value and influence range of the front abutment pressure are 1.15 and 1.9 times as large as those without super thick and hard stratum respectively. When the super thick and hard stratum is stable or broken, for the working face with super thick and hard stratum in the overlying strata, peak value of the front abutment pressure and the influence range are relatively small comparing with working face without super thick and hard stratum in the overlying strata, the influence on the working face is relatively weak. The increase of the peak value of the front abutment pressure will inevitably lead to an increase of the influence area of the coal wall in front of the working face.

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